15700 SW PACIFIC HIGHWAY-2 r
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Leqal_Desc!jption_: _-� MII_DREN DI SIGN GROL,11'
LOT 16, "WILLOWBROOK FARM" AR( 111TRAURI• • SPACE MAN!
IN THE S 1/2 OF SE,MON 10 7650 S.W. Be%eland, Suite I:_
T.2S., RAW. WILLAMETTE. MERIDIAN Tigard, Oreg 1I1 9722.3-8692
City of Tigard, Washington County, Oregon
(503) 244 O,552
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Deferred Submittals
DEL U 2005
1. INSPEj'I ION: 1. I 1 ( )l I I(I'%,,
Ail CONCRETE, STEEL AND WELDII l CURRE.N I IBC ' 'I 'l l I)I N( i I)IVIS h
2. DEFER.?ED DESIGN
SOBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT
COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING
or co 01 ROOF TRUSS AND DECKING DESIGN
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ry
Special Ins action DANiEl4A o '�
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1. SOIL COMPACTION. ALL SOIL BEARING SURFACES SHALL BE INSPECTEDA
I f �m 01 IO BY THE SOIILS ENGINEER PRIOR TO CONCRETE PLACEMENT. �C J%� , o c0
2. CONCRETE, INCLUDING CYLINDER TESTS, SLUMP TEST AND REINFORCING OF
rn
3. EXPANSION ANCHOR PLACEMENT �J
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4. EPDXY ANCHOR PLACEMENT.
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Structural Observation ShUrgard
1. AF I ER THE WOOD ROOF SHEATHING AND ROOF STRAPPING HAS BEEN S t() age
INSTALLED, PRIOR TO COVERING WITH ANY MATERIALS.
2. THE CCNTRACTOR SHALL NOTIFY THE ENGINEER (4) FOUR DAYS PRIOR
TO COMPLETION POINT REQUIRING SITE OBSERVATION.
,1111; � NC;�lNEERlN�i ___ 21669 Iieli��'ln►Ii Road1
PROJECT LOCATION - - (',ts1r1) V.Int•,, ( , hlorma 94546
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Vicinity Plan
1*16 A f a T ADLER Not to Scale
Sheet Index
AO.1 CO�I:R SHEET M2.1 FLOOR PLAN
C1.0 SURVEY P FLOOR ..AN
We Data: _ -- - --.--- -- C2.0 SITl PLAN
AREA: C3.0 GRADING AND EROSION CONTROL E0.1 BOLS AND LUMINAIRFc;
sl it. 211,02.2 SF (4.84 A) C3.1 DETAILS E1.1 SI PLAN
C4.0 UTII.I 1Y PLAN 1 FLOG LANS
IMT'ERVIOUS AREA LIA PLANTING PLAN
BUILDING AREA (FOOTPRINT): 1327 SF L2.1 DETAILS
{
PAVING AREA: ___2Q1$_aF
TOTAL IMPERVIOUS AREA: 3345 SF 85% COVERAGE REQUIREMENT UNCHANGED FROM PREVIOUS PROJFCf.*
A .1 FLOUR PLAN OFFICE COPY -
MILDREN DESIGN P.C., 2005, AU -
A ROOF PLAN RIGHTS RESERVED 0
AREA: A2. REF!_EC TED C ING PLAN
�/ THESE DR ESI GS ARE THE PROPERTY pE
LANDSCAPING 157 COVERAGE REQUIREMENT UNCHANGED FROM PREVIOUS PROJECT.* A3.1 ELEVATIONS a �� MflDREN DESIGN GROUP, Pc., AND ARE
L� NOT TD RE USED OR REPRODUCED IN ANY
A4.1 UILDING CTIONS �1�7� r�,r � � 1150i-el MANNER, EXCEPT %PITH 111E PRIOR WRITTEN
SPACES PROVIDED: pERM15510N UE MILDREN DESIGN CROUP^
A5.1 1^,ILS �C
PARKING A5.2 D Al e�600n S �.L�S Date: 2 December 2005
A5.3 INT IOR ELEVATIONS AND DETAILS
STANDARD: 9 `
h COMPACT: 0 NOTES f�p Drawn by: C heckMl hy:
HANDICAP: 1 S1 NE L p�. � NV UAV/MkW UAV
TOTAL SPACES PROVIDED: 10 PARKING REQUIREMFN T UNCHANGED FROM PREVIOUS PROJECT.* S2 FOUND 1ION PLAN
AN 104198
`i�k�q:�rgT`44 pati Number:
S3 bETOAILS MING PL -J(r�sc�'rilRra RK
*THIS PROJECT IS MINOR MODIFICATION TO EXISTING SITE. ALL ADJUSTMENTS MADE TO SHE COMPLY WITH 5 DETAILS UM AR Sheet
a ,
_ LOCAL JIJRSIDICTION REQUIREMENTS AND WERE APPROVED BY CITY OF TIGARD ON 23 SEPTEMBER 2005.
4
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T. Z'_S . , R . 1 W . WILLAMETTE MERIDIAN
City of Tigard , Washington County , Oregon
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2926 �9.t�• REQUESTED B�
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'41ii 01 'fix .•, EP SITE ADDRESS: 15700 SW PACIFIC HIGHWAY
TIGARD. OR 97224
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DA FN1'F'FY CONSULTING FNgNEERs IN1,
S 89'40'44"W 901.29 AND ARF NOT M BE USED OR WPM"I'
_-� ..__. _ ?q0• IN ANY MANNER FXaPT NITM A PROPIP
• _ WRI11F N PF AMI;.ION OF T.M. RIPPFy
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10198.9
;ONSUITINr IN(;NFFRS INC.
CB RIM 198.91 Surveyor: DAII, Qg�S1tIxL_��2LA
-- REGISTERED I FILE NAME:_LL0_dwQ
IE s"cP 197.51 ;w� PROFESSIONAL Weddle & Assoc.,
LAND SURVEYOR 1750 SW Skyline H L�tenwN BY KJK_---
S u l to 105
C'lIK'i)NY KJK _ -
SURVEYOR'S NOTES Portland, OR 97221 sill:' I
JULY 1 ), 2000 (503) 292-8883
1. NO BOUNDARY SURVEY WAS CONDUCTED FOR THE PROPERTY SHOWN HEREON. THE BOUNDARY LINES, GARY W. CREEL 1 —888--222-8083
BEARINGS ANC DISTANCES ARE PER??? 42649
2, UNDERGROUND UTILITIES SHOWN HEREON ARE PER SURFACE FEATURES AND FIELD MARKINGS BY OTHERS.
EXPIRES DE.CEMBLR 31, 2005 FHX. (503) 192—��• Cleo
THE SURVEYOR MAKES NO GUARANTEE AS TO THE EXACT LOCATION NOR TOTALITY OF UNDERGRCIIND
UTILITIES SHOWN ON THE MAP. — —OL• �Permit Set - December 2009 I ,�,,,,,, N1,
4349
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LEGEND j
arpmAL NOTES -
a) ', FIRE HYDRANT
Aloka Co Nf iRM EXISTING CONDITIONS FIRE DEPARTMENT CONNECTION
,&,AwTM;S PRIOR TO ORDERING MATERIAL OR CATCH BASIN
,d. ,,,• • e 4(.1Ti(v F WANffR OF ANY DISCREPANCIES. • `r• }"
EXISTING CA tj
N{1ARv ,k TOPOGRAPMC SURVEY DOWNSPOUT q
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T• Y' a 31 N. '�?
F
t o
15504
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� � •� � BUILDING �6 I BUILDING ��►
`.;,* BRICK PIER 18.6
w�I�TC►r EXISTING
.a /
DOVE. EXISTING
,,..._,. -. G BUILDING,
_ ,fir / - • .6'
�1h.
of IN�, ALL STRUCTURES, 7.5' 5'
Ir /
F'glr0?INGS, SLABS, UTILITIES,
S10ElAlALK, PADS, AND
EQUIPMENT. �`
9.n / /
HP
B� " / 14'��
3 - 9'08.5' PARKING STALLS _ ' "-19.4' ,
...._ AW CUT. MATCH �9!/ i 7 / -.`\ g 27
�XISTING PAVING. ��'
�. / • / `
INSTALL CURB / � 9'
I � ,.,w�� � .. /•�.�` / � Imo-ij.1' - '� � ---
On
I l F
REMOVE EXISTING �� x
• rTN��
REMOVE EXISTING PAVING
FROM SAW CU' 7-TO FENCE 22.5 I 19.8'
= - i �
ROILY
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y ver+ •'C.. ,'' y ' C y�. X -'-�1' _X. ----X.. v. - ---- �- 1 C
�� �� -- Wi1 XPOf
T CONSULTING ENGINEERS INCIV RIP
-- -- ----_— — __— +
AND ARE NOT TO 8C USED OR REOA
PRKID
18.5'
76 4' -
. --.�r �
_ -- - WI ANT MANIRR IPT OF PEN
11E PRO
NEW 6' BLACK VINYL WRITTEN PERMISSISSIOF ON T.M. RIPI'EY
croNGn nNc ENr"f1EERS INC.
v% � CHAIN LINK'FENCE
IlA'I1 Ikcc�pcl2,101,15
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4349
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PAVED AREA ON PRIVATE PROPERTY I LANDSCAPE AREA ONLY G.
row ,Nn w,w,• A, y. ►..�
4 �"• * GENERAL NOTES
t-
TO MATCH EXISlING
ING
SAWCUT SECTION RESURFACING
INSAW CUT AT LOCATION OFvJOINT
STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON 800/548-4667. EXIST. A.C.
2.) FIL'ERS TO BE SIPHON-ACTUATED ANG SELF-CLEANING.
EXISTING - RFSURFACIN ---_�
3.) STI:CI_ STRUCTURE TO BE MANUFACTURED OF Y4* STEEL PLATE. SECTION
4.) S10RMFILTER REQUIRES 2.3' OF DROP FROM HIM 10 OUTLET. INLET (IF APPLICABLE) AND b"
OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. �• a
5) F EQUIPPED WITH 4' (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) ANU
CBS / —APPROIAP
OUTLET PIPING. STANDARD OUTLET STUB IS 8* IN DIAMETER. CONNECTION TO COLIECIION NATIVE BACKFILL
TS PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 1 11/2"-0" CRUSIiLD - (COMPACTED) I K+
6) FOR H-20 LOAD RATING, CONCRETE COLLAR S REQUIRED. CONCRETE COLLAR MATH AGGREGATE BACKFILL
+•"� QIIANTITY (2) /4 REINFORCING BARS To df- PROVIDED BY THE CONTRACTOR. (COMPACTED) t,
i ) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND C]1
MAINTENANCE GUIDELINES FOR DETAILS. , ..
8.) STANDARD DETAIL SHOWS MA'wIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED ~
u!
TO BP SPECIFIED ON SITE PLANS.
n NOTE. Rolf
VFRIFY ALL u �1► �.
p -. REQUIREMENTS W/ 15504 +
r1 --CARTRIDGE- CATC'NBASIN ` JURISDICTIONj/' I---�
�o PRIOR TO START OF '
STORMFILTER DATA PIPE zoNE
_ _ _ \ � CONSTRUCTION
DESIGN WATER QUALITY FLOW RATE _ch- - XXX
PEAK FLOW RATE ch _
XXX BEDDING
# wFo RETURN PERIOD OF PEAK FLOW ro)_ XXX I -
OF CARTRIDGES REQUIRED __ Xx _�_ --__.-`t_ —_-. ---� qRC KORO
CARTRIDGE FLOW RATE 15 GPM SID XX
MEDIA TYPE -_ xxxxX I \
34"-U PIPE BEDDING r�XPIRES: 6/30767
RIM ELEVATION AND PIPE ZONE MATERIAL. I-� —
CHECK: RIM - IE-OUT 2.31 I.E. I DIAMETER
INLET STUB —_ XXx xxx —
OUILET S1UB_— xxx I xkx �-
CIRCLE CONFIGURATION:
OUTLET OUTLET
BACKFLL DETAL w
C3.1 NOT 10 SCALE
INIf T INLET
NOTES/SPECIAL REQUIREMENTS:
w n
' xfl! •. � . IMWI; �, � .s r "+MMI� 1,t�w� rI{�
THE rm MMA11R M jA=dw v
U.S.rArnrr Na s.snu+.
%l w W. IIr AX'*0 $AUS Na N..4 NI{,N,
No S,'M374*AND 01191 ENl
N w»>A hTwT Itlr<1r AND WlRE1GN rAl13i19 FENDQMi
.. a p:;;a,any". .,srMMp� . fEt DAZE BY RE.VISION T
z
v � �w STEEL CATCHSASIN STORMFILTER .�
f a
� ,� .rx, 'Vk�111 «,�i � 3/S Ir.7TES AND DATA BLOCK � /1"[ Y
V- DARD DRAWING - I-CARTRIDGE UNIT STl4RMWA1tR
_T '9A6`'1`1F>/t NO DNAYIING Ill l NA4( r NA6.[ /NT ENC.Ohl
7 Ncr,w" r,r FvcNEe qr ONAMM Axx� tNtil , suwc 80J' X46-td67
fko9g H�xQe
_ SIGN AND POST (TO MEET HANDICAP CODE (n
REQUIREMENTS). SIGN .,HALL STATE IN 1"
HIGH WHITE LETTERS: "PARKING BY DMV
/
DISABLED °ERMIT ONLY. VIOLATORS
SUBJECT TO TOWING UNDER QRS 811.620
' AND A FINE UP TO $300 UNDER ORS
811.615". CONTRACTOR V) COORDINATE
SPLCIFIC REQUIREMENTS W/ JURISDICTION.
! VAN ACCESSIBLE SIGN — SIGF SHALL
STATE IN 1" HIGH LETTERS: "VAN
--- —HMDICAP PARKING SIGN — TYP. / ACCESSIBLE"
SEE DE'.VL 4/C3.t
�-- 8" STD. STEEL PIPE - CONC f t
FACE OF CURB t _U / �� STALL SIGN
OST PER MANLIFACTURER'S FILLED
R
� 1
� I
SET PLASTIC BASE IN EPDXY BED PER
- -- - 4" NIDE PARKING STRIPES PAINTED WHITE
- TYP. o - CONCRETE USIDEWALK RCOMMNDATIONS rf
U)
"i EXISTING ASPHALT
— EMBEDDED POST PER ��— SURFACE Q
MANUFACTURER'S RECOMMENDATIONS /AT PLANTER I i' llj
U
HANDICAP PARM ING EMBLEM - TYP, 2'-0"
SEE DETAIL 4/C i.l
PAINTED EMBLEM ON ASPHALT
PAVING - TYP. AT ALL HANDICAP
I PARKING. PAINT WHITE.
EXISTING SUB GRADE
All" .w h„ .,, g'..-0• L16- DIA. \
�. CONCRETE
►AAMMAP PARKNG STALL 4 HANDICAP PARKM EINBLEM AND SIC31V 5 TYPICAL BOLLARD DETAL f
C& NOT TO SCALE G�.1 rt rn CnLE
1
a
OC x�jp���ry�nil lRs:INC
MESE DRAYRNGS ARE M PRLili OF
1M Rl"Y CONSUL TRIG FNCINFERS INC
AND ARE NOT TO LIE U%D OR WPRt14UC>'D
N ANY MANNER F XCEPT NTH T!E P90?fR
NRITIIN PERMISSION Of 1M. '1R'Pfr
CONSUITM►G ENGINEERS INC.
UR NWN H1 SAI)
E'iIK'h Hl K1_K_
X111 I I
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